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Repairs To Flooring Tiling , Roof Treatment , Roofing , Joinery , Plumbing , Sanitary Fitting And Allied Works Em Installations At Af Stn Jodhpur And Afs Stn Mandore Under Age Br 1 Ge Af No 2 Jodhpur, GE (AF) NO 2 JODHPUR-Rajasthan

Military Engineer Services-MES has published Repairs To Flooring Tiling , Roof Treatment , Roofing , Joinery , Plumbing , Sanitary Fitting And Allied Works Em Installations At Af Stn Jodhpur And Afs Stn Mandore Under Age Br 1 Ge Af No 2 Jodhpur. Submission Date for this Tender is 15-12-2020. Shed Construction Tenders in GE (AF) NO 2 JODHPUR Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

25975629
Corrigendum : Repairs To Flooring Tiling , Roof Treatment , Roofing , Joinery , Plumbing , Sanitary Fitting And Allied Works Em Installations At Af Stn Jodhpur And Afs Stn Mandore Under Age Br 1 Ge Af No 2 Jodhpur
Open Tender
Indian
Rajasthan
GE (AF) NO 2 JODHPUR
15-12-2020

Tender Details

Repairs To Flooring Tiling , Roof Treatment , Roofing , Joinery , Plumbing , Sanitary Fitting And Allied Works Em Installations At Af Stn Jodhpur And Afs Stn Mandore Under Age Br 1 Ge Af No 2 Jodhpur

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 28-Nov-2020 Date Amendment Date 08-12-2020
2 08-Dec-2020 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 15-12-2020

Key Value

Document Fees
INR 500 /-
EMD
INR 80000.0 /-
Tender Value
INR 40 Lakhs /-

BOQ Items

Name of Work : REPAIRS TO FLOORING TILING, ROOF TREATMENT, ROOFING, JOINERY , PLUMBING, SANITARY FITTING AND ALLIED WORKS E/M INSTALLATIONS AT AF STN JODHPUR & AFS STN MANDORE UNDER AGE BR 1, GE (AF) NO 2 JODHPUR
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Taking down cement plaster on brick or stone walls, etc. including raking out joints, hacking for key, scrubbing down with water, etc. 405 Sqm
2 2 M&L for Rendering 15mm thick on fair faces of stone work in CM 1:6 finished even and smooth without using exctra cement. 315 Sqm
3 3 M&L for Rendering 15mm thick on fair faces of brick work or concrete surfaces in CM 1:4 finished even and fair without using exctra cement. 132 Sqm
4 4 Demolition of Concrete in ground floors and pavings n exc 15 cm thickness (below or above ground level) 147.64 Cum
5 5 Demolation of brickwork or stone/ boulder masonry, built in cement mortar including all quoins, arches, pillars, etc, but excluding ashlar facings, dressed stonework and precast concrete articles 63.68 Cum
6 6 M&L for pre-cast cement concrete 1:3:6 type C1 (20mm graded stone aggragate) in block masonry with solid blocks, exc. 10 cm in width and setting in cement mortar, 1:6 complete all as specified and directed 13.68 Cum
7 7 M&L for Rendering 10mm thick on fair faces of brick work or concrete surfaces in CM 1:6 finished even and smooth without using exctra cement. 48 Sqm
8 8 M&L for Pre-cast cement concrete factory made kerb stone with 1:3:6 type C1 (20mm graded Stone aggragate) solid blocks, exc. 10 cm in width and setting in mortar,CM 1:6 complete all as specified and directed. 9.1 Cum
9 9 M&L 100mm thick PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in sub base all as specified. 1270 Sqm
10 10 M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 80 mm thickness M-40 Grade made in rubber moulds/rubrised type with scratch proof lacquer coating on top surface with gray cement and pigment. 755 Sqm
11 11 M&L for machine pressed precast conctete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness M-35 Grade made in rubber moulds/rubrised type with scratch proof lacquer coating on top surface with gray cement and pigment. 120 Sqm
12 12 M&L sand filling under floors or in foundations including watering and consolidation 21.875 Cum
13 13 M&L for pre polished chemically treated rubber moulded chequered cement concrete coloured tiles 30cm x30cm x 20 to 25mm thick set, jointed and pointed with grey cement and pigments in neat cement slurry laid over 20mm thick screed bed in CM 1:6. in floors and path complete all as specified and as directed. 350 Sqm
14 14 M&L 75mm thick PCC (1:3:6) type C2 (using 40mm graded stone aggregate) as in plinth protection finished surface even and fair without using extra cement all as specified. 215 Sqm
15 15 S&F Steel ventilator with top hung shutter including hinges, steel peg stay, complete 2.5 Sqm
16 16 S&F 3mm thick Sheet glass, ordinary quality and glazing with oil putty in square n exc 0.5 sq. m in each pane 6.5 Sqm
17 17 Hacking out old broken glass (any thickness, size, quality or description) from wooden frames, metal frame or stone, concrete or brick surrounds, glazed with putty or fixed with beads 6 Sqm
18 18 Taking down chowkats or frames with shutters (without taking off shutters from the frames) n.exc 1.5 sq and removing to store. 9 Sqm
19 19 Taking down chowkats or frames with shutters (without taking off shutters from the frames) exc 1.5 sqm but n.exc 4.0 sqm and removing to store. 2 Sqm
20 20 taking down shutters on any description exc 1 sq. m and n exc 2 sq. m each as directed by engineering in charge. 3 Per leaf
21 21 M&L for Pressed steel frames for doors with one or more rebates including necessary fixing lugs, hinges, lock strike plate, etc., complete, as specified, supplied and fixed 125 x 60mm 10 RM
22 22 M&L for factory made 2nd class HW 35mm thick framed, panelled shutter (two panel) with lock rail and panel of 9 mm B.W.P. commercial ply or 12 mm veneered particle board with commercial veneering on both faces. The size of rail and stile as per IS : 1003\n(Part I), kiln seasoned and chemically pressure treated\n 8.5 Sqm
23 23 S&F 35mm thick 2nd class HW Glazed and skeleton shutters, open rebated and prepared to receive glass, gauze, etc. (without sash bars), edges of framing plain, chamfered or rounded, fitted with cut and mitred beads for securing glass, etc.; sizes of members of shutters as specified in SSR Part I, Section 8, cla-use 8.24 (a); supplied and fitted to chowkats 2.5 Sqm
24 24 M&L for 100mm Butt hinges, medium weight, cold rolled mild steel, and fixed as directed by engineering in charge. 15 Each
25 25 S & F 150mm long aluminium anodised barrel tower bolts of extruded section complete all as specified. 14 Each
26 26 S & F extruded aluminum alloy handles fabricated type and anodised of size 150mm complete all as specified. 14 Each
27 27 S&F Aluminium alloy, anodised, sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections or cast-aluminium alloy and fixed of size 250mm 2 Each
28 28 M & L applying two coats of synthetic enamel paint over a coat of pink primer on wooden surfaces of any description and girth including preparation of new wooden surfaces complete all as specified. 25.4 Sqm
29 29 M & L applying two coats of synthetic enamel paint on old wooden surfaces of any description and girth including preparation of surfaces complete all as specified. 10 Sqm
30 30 S&F Solid PVC Door Frame of size 50mm x 47mm made out of 5mm plain colour PVC sheet reinforced with M.S. Square tube, suppling & fixing in opening as per specification & drawing as directed by engineering in charge. 14.8 RM
31 31 S&F Factory made solid panel pvc door shutter 30 mm thick (style) consisting of frame made out of M.S. tubes for top & bottom rails. M.S. frame shall be covered with heat moulded plain colour PVC ‘C’ channel having a PVC sheet strip of 20mm width stuck inside with solvent cement for stiles and plain colour PVC sheets for top rail, lock rail & bottom rail on either side & as gap insert for top rail & bottom rail; Panelling of plain colour PVC sheet to be fitted in the M.S. frame welded / sealed to the stiles & rails with suitable PVC sheet beading, and joined together with solvent cement, suppling & fixing in the frame at site as per specification & drawing. 4.3 Sqm
32 32 S&F Butt hinges, 100mm extruded aluminium alloy with galvanised mild steel hinge pin,anodised and fixed, type B-21 as directed by engineering in charge. 6 Each
33 33 S&F in repar Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples of fixing in aluminium frames etc. 1 Sqm
34 34 M&L for preparation of old plaster or unplastered surface of walls, applying two coat of cement base paint complete all as specified and directed. 1350 Sqm
35 35 M&L for two coat of colour wash on old plastered or unplastered surfaces of walls including preparation of surfaces for matching with repaired surfaces complete all as specified and directed. 300 Sqm
36 36 M&L Preparation of new steel Surfaces of any des-cription, over 10cm in width or grith, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide as directed by engineering in charge. 220 Sqm
37 37 M&L for preparation of old steel surfaces and applying two coat of synthetic enamel paint of any description over 10 cm width or girth complete all as specified. 170 Sqm
38 38 M&L for two coat of white wash on old plastered or unplastered surfaces of ceiling including preparation of surfaces for matching with repaired surfaces complete all as specified and directed. 190 Sqm
39 39 M&L for three coat of white wash on new plastered or unplastered surfaces of walls including preparation of surfaces for matching with repaired surfaces complete all as specified and directed. 363 Sqm
40 40 M&L for preparation of new plaster or unplastered surface of walls, applying two coat of cement base paint over a coat of cement primer complete all as specified and directed. 472 Sqm
41 41 Demolition of cement concrete (unreinforced) of any description and in any position not otherwise specifically provided for (roof padding, flooring above ground floors) including roof treatment and removing from site all as specified and directed. 15 CUM
42 42 M&L for 50 mm thick (average) cement concrete 1:3:6 type C-0 mix (12.5 mm graded stone aggregate) in padding over roof as directed by engineering in charge. 300 SQM
43 43 M&L for 10 mm thick rendering in CM 1:3 over concrete surfaces (Roof) mixed with water proofing compound @ 3% by weight of cement complete all as specified.\nNOTE : Water proofing compound shall be measured and paid for separately as “Supply only”\n 300 SQM
44 44 Supply only integral water proofing compound ISI marked. 75.69 KG
45 45 M&L for applying roof treatment on top of roof with APP modified membrane (minimum 3 mm thick) with non-woven polyster reinforcement/mat (centre core) with thermal insulation with white mineral gravel finish on upper side of membrane laid by torch application method with overlaps 100mm on length side and 100 mm on the width side as per manufacturer’s instructions over and including a coat of approved cold applied bituminous oil based primer (IS- 3384) @ 250 gm/sqm over cleaned roof surface complete all as specified and as directed by Engineer-in-Charge. 300 SQM
46 46 Dismantling existing tanks, any capacity, setting aside (or lowering if required) for repairs of roofs and hoisting if required, reconnecting and refixing in position (Repairs to roofs measured separately) as directed by engineering in charge. 2 EACH
47 47 M&L for Cement concrete 1:4:8 type D2 (using 40mm graded stone aggragate) in foundations, filling and mass-concrete as directed by engineering in charge. 1.84 Cum
48 48 M&L 50mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floor, finished surface even and fair without using extra cement all as specified. 26.5 Sqm
49 49 M&L for Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-290 (grade E-165) as directed by engineering in charge. 165 Kg
50 50 M&L for 1.6mm thick Mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required as directed by engineering in charge. 11.7 Sqm
51 51 M&L 75mm thick PCC (1:2:4) type B1 (using 20mm graded stone aggregate) as in floor/ path finished surface even and fair without using extra cement incl dressing/levelling of existing surface all as specified. 375 Sqm
52 52 M&L for Machine cut kota stone slab flooring 18-20mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete icluding 20mm thick cement screed 1:6. 56 Sqm
53 53 S&F for Anodised aluminium frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing of glass/ wire mes at vent of over head water tanks etc. including complete all as specified by engr-in-charge. 35 kg
54 54 S&F Stainless steel wire cloth, 0.36mm nominal dia of wire and average width of aperture 1.40mm and fixed with stainless steel wire staples of fixing in aluminium frames etc as directed by engineering in charge. 11.2 Sqm
55 55 M&L for preparation of old steel surfaces and applying one coat of aluminium paint of any description over 10 cm width or girth complete all as specified. 100 Sqm
56 56 M&L for colour non Skid ceramic tiles 7 to 8 mm thick(square/ rectagular) area of each tile exceeding 0.18 sq m but not exceeding 0.38 sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick cement screed 1:6 as directed by engineering in charge. 184 Sqm
57 57 All as per item no above but in skirting over 10mm thick rendering 1:4 as directed by engineering in charge.. 3 Sqm
58 58 M&F for coloured Vitrified Ceramic tiles 10 mm thick (square/ rectagular) polished,area of each tiles not exceeding 0.36 sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match over and including roghfning surface, used rubber based adhesive for fixing of tiles as per directed by engr-in-charge. 105 Sqm
59 59 All as per item no above but in skirting over 10mm thick rendering 1:4 as directed by engineering in charge.. 5 Sqm
60 60 M&L for 50 mm thick (average) cement concrete 1:2:4 type B-0 mix (12.5 mm graded stone aggregate) in padding over roof finished surfce even and smooth using extra cement.as directed by engineering in charge. 75 SQM
61 61 Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises 80 Sqm
62 62 M&L for coloured Glazed ceramic tiles in vertical surface 450x 300x7 mm (minimum) thick set and jointed in neat cement slurry and pointed in white or coloured cement to match over 10mm thick cement plaster 1:4. 80 Sqm
63 63 S&F green shed (cloth) net is made of 100% UV stablized high density polyyethylene (HDPE) anti-aging fixing with ms framed ( ms framed work will be measured and paid seprately. 500 Sqm
64 64 M&L Tie bars with screwed ends, nuts, washers and mild steel plates for walls, chimneys, roofs, arches, etc. king rods and straining bolts conforming to Fe -290 Gde E-165 including necessary welding if required for fixing of green net as directed by engineering in charge.. 106 kg
65 65 M&L for Non Skid ceramic tiles 7 to 8 mm thick(square/ rectagular) area of each tile exceeding 0.11 sq m but not exceeding 0.18 sqm , in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match including 15mm thick cement screed 1:6 as directed by engineering in charge. 13.5 Sqm
66 66 M&L for Squared rubble walling Jodhpur type, regular coursed, well bonded, bedded and solidly hearted, built, built in CM 1:6 complete all as specified and directed. 65 Cum
67 67 ditto as per item above no. 66 but except stone as directed by engineering in charge. 10 Cum
68 68 Extra over items as above for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm and dressing face beds and joints as specified to squared rubble walling, Jodhpur type, brought upto courses complete all as specified and as directed. 190 Sqm
69 69 Racking out joints/pointing to random rubble or polygonal rubble uncoursed or brought up to courses as directed by engineering in charge. 25 XSqm
70 70 M&L for keyed pointing, to squared rubble, coursed or uncoursed in CM 1:4 complete all as specified and as directed. 40 XSqm
71 71 M&L for Rendering 15mm thick on stone masonry surfaces in CM 1:4 finished even and fair without using exctra cement as directed by engineering in charge. 75 Sqm
72 72 S&F post and struts in fencing including cutting tops to shape as directed, drilling holes notching for wire, etc. flat iron fillets ( for securing wire mesh etc.) including all necessary drilling, bolting or riveting, etc. and similar work conforming to Fe-290 Gde E-165 Complete all as specified and directed as directed by engineering in charge. 2150 Kg
73 73 M&L cement concrete 1:2:4 type B1 (using 20mm graded stone aggragate) in bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, kneelers, apex stones, bed plates, including necessry form work and moulds complete all as specified and as directed. 9.6 cum
74 74 Dismantling wrought iron or mild steel work of any description not otherwise provided for complete all as specified and as directed. 7 Qtl
75 75 Dismantling posts or struts (wood, steel or R.C.C.) embedded in concrete, brick work , masonry etc any section, including taking out embedded portion and making good disturbed ground as directed by engineering in charge. 405 Rm
76 76 S&F Galvanised. 2 strand, steel barbed wire 2.24mm dia barbed with 2mm dia barbs at 75mm spacings and straining and fixing to any type of standard rails strain- ing bolts, including, securing or tying at crossings with and provision of galvanised mild steel wire, staples or steel pins, etc. as directed (each line wire to be measured) Complete all as specified and directed. 40 100 RM
77 77 S&F concertina coil fencing with punch tape concertina coil 1000mm dia 10M openable length ( total length 90M) having 50 number rounds per 6M length up to 3M height of wall with existing angle iron Y shaped placed 2.4 M /3 mrt apart and with horizontal RBT (reinforced barbed wire), stud tied with GI staples and GI clip to retain horizontal, including necessary bolts of GI barbed wire tied to angle iron all complete as per direction of engr-in Charge with renforced barbed tape (RBT) /spring core (2.5mm thick) wire of high tensile strength of 165Kg/Sqm with tape (.25mm thick and wt 43.478 gm/M(cost of MS angle cement concrete block shall be paid seprately as directed by engineering in charge. 295 RM
78 78 M&L for PCC (1:2:4) type B-1 (using 20mm graded stone aggregate) as in coping etc finished fair and even without using extra cement including necessry form work and moulds complete all as specified and as directed. 3.5 Cum
79 79 S&F in repair vitreous China squatting pan, `Orissa' pattern, size 580 x440 mm white, with integral foot rests (excluding flushing cistern and flush pipe) including P trap 110x110 one socket and PVC valveless, syphonic action type, high or low level flushing cistern, 10 litres capacity, white, with inlet, ball valve, float and handle including brackets and connections to pies an fixing of chain and pull, or lever with PVC connection 15 mm 600mm long, pvc bend etc as directed by engineering in charge. 2 Each
80 80 S&F in repairs vitreous china wash basin, white, flat back, size 550x400mm including brackets, cutting for and pinning in ends of brackets or erecting stand, brass chromium plated perforated waste coupling/ fittings 32 mm dia with long screwed shanks and fly nuts, flange end bedded in red lead cement and other end fixed and PVC waste pipe of 32mm bore and of suitable length, complete all as specified with 600mm long pvc connection as directed by engineering in charge. 2 Each
81 81 S&F Vitreous China bowl urinal flat back, size of 465 x 355 x 265 mm white (minimum), with grating and union for discharge pipe (excluding flushing cistern, flush pipe and waste pipe) including 450mm long pvc connections as directed by engineering in charge. 2 Each
82 82 M&L PVC (SWR) floor trap, plain with grating including jointing with solvent cement of 75mm dia as directed by engineering in charge. 4 Each
83 83 S&F 110mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors as directed by engineering in charge. 8 RM
84 84 S&F 75mm PVC (SWR) pipes single socketed, in any length with rubber ring joints, laid in trenches or in floors as directed by engineering in charge. 4 RM
85 85 S&F 110mm PVC (SWR) junction single, (Single T) equal or unequal with acces doors as directed by engineering in charge. 4 Each
86 86 S&F 75mm PVC (SWR) bends any radius as directed by engineering in charge. 3 Each
87 87 S&F 110mm PVC (SWR) pipes single socketed in any length with rubber ring joints fixed to walls as directed by engineering in charge. 6 RM
88 88 M&L 15mm GI tubing 'Medium grade' with all fiting and fixed complete tom wall and celing or laid in floor of fllowing sizes as directed by engineering in charge. 15 RM
89 89 ditto as per item no above but 20mm bore as directed by engineering in charge. 10 RM
90 90 S&F bib taps, cast copper alloy with crunch or butterfly handle screwed down, fancy type chromium plated screwed for iron pipe or for brass ferrule and fixed of 15mm bore size as directed by engineering in charge. 5 Each
91 91 S&F pillar taps fency type cast copper alloy with capston heads chromium plated screwed down high presure, with or without lettered 'Hot and cold' with long screwe shank and fly nuts, fo iron pipe and fixed for 15mm bore as directed by engineering in charge. 3 Each
92 92 S&F fency type CP stop cock/angle cock cast copper alloy, screwed down, high presure with cruntch or butterfly handle screwed both ends for iron pipe of 15mm bore pipe as directed by engineering in charge. 6 Each
93 93 Supply anly 600mmx450mm belvelled edge mirror of selected quality glass, mounted on 6mm thick AC building board or commercial plywood and fixed to wooden plugs with chromium plated brass screw and cup washers.as directed by engineering in charge. 2 Each
94 94 S&F Grating doom 100 mm dia of CP (Minimum weight 25gms) with or without holes.as directed by engineering in charge. 5 Each
95 95 S&F Rotational moulded polyethlene water storage tanks (cylindrical vertical with closed top) hoisted and fixed in position all as specified and directed of 500 litres capacity, necessry fittings float valves, nipples etc.including dismentling existing water tanks and removing to store as directed by engineering in charge. 3 Each
96 96 S&F Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete Fe-290 grade E-165 as directed by engineering in charge. 800 kg
97 97 M&L for preparation of old surface of wall apply two coat of oil bond distemper complete all as directed 450 Sqm
98 98 M&L for preparation of new surface of wall apply two coat of oil bond distemper over a coat of primer over a coat of thin layer of wall care putty complete all as directed 75 Sqm
99 99 S&F Steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161-1979 grade St.-240 complete all as directed 1310 kg
100 100 S&F Pre-painted galvatume aluminium zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/ cladding to wall, fixed with self tapping screws as specified. 249 Sqm
101 101 S&F sign board of size 600x900mmm including two MS pipe 50mm dia post with necessry fixing, board having MS plain sheet of 1.6mm thick complete painting, writing as per approved by Engr-in -charge. 3 Each
102 102 Cutting openings, through stone walls for door, window and other openings or enlarging existing openings, converting window into door openings, etc. or cutting out defective brick work for under-pinning, including providing, fixing and removing shoring, cleaning and stacking bricks, removing surplus serviceable bricks, hard-core, etc., to store and rubbish not exc. 50m as directed by engineering in charge. 4.63 Cum
103 103 Forming jambs, etc., to openings (to foregoing item), including cutting, toothing and properly bonding into old work, also facing, jointing and pointing to match existing work, complete new work built in cement mortar 1:4.as directed by engineering in charge. 16 Sqm
104 104 Making good under cills or over arches, lintels and bressummers, including all-pinning when necessary ®as directed by engineering in charge. 16 Sqm
105 105 M&L Providing precast cement concrete 1:2:4 type B1 (ussing 20mm graded stone aggragate) as in manhole covers etc. and setting in mortar complete with joints to match ( reinforcement will be measured and paid seprately)as directed by engineering in charge. 1.2 Cum
106 106 M&L Mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips as directed by engineering in charge. 280 KG
107 107 Demolition and breaking up drain pipes (Salt glazed ware, AC or Reinforced concrete) set in cement mortar as directed by engineering in charge. 50 RM
108 108 M&L for Salt-glazed stoneware drain pipes laid in trenches and jointed as specified of 150mm internal dia of pipe as directed by engineering in charge. 55 RM
109 109 M&L for Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested; in Cement concrete 1:3:6 type C-2 as directed by engineering in charge. 50 RM
110 110 Dismantling fencing wire mesh, of any type as directed by engineering in charge. 80 Sqm
111 111 Supply only Chain link MS galvanised fencing, any size or type complete all as specified and directed. 200 Kg
112 112 Fixing only chain link fencing including line wire, any mesh, size and type to any type of standards, rails, straining bolts, etc including provission of binding wire. Complete all as specified and directed. 100 Sqm
113 113 S&F mlis steel screw bolts (machine made )100mm long, 12mmm dia with hexagonal or sqsuare head at one end and screw the other, or screwed bolt ends, each screw end to be fitted with washer and one hexagonal or square nut, exc 5cm but n.exc 10cm long as directed by engineering in charge. 10 Kg
114 114 Cutting holes into or through brick walls built in cement mortar and making good in cement mortar 1:3 or cement concrete 1:2:4 Type B-1 as required Exc 400 sq. cm but in exc 0.10 sq. m as directed by engineering in charge. 3000 Per cm of depth
115 115 Painting lines, dashes, arrows, letters, etc. on roads, pavements and the like exc 10cm wide with road marking paint, white or golden yellow as directed by engineering in charge. 10 Sqm
116 116 S&F in true horizontal level 600mm x 600mm of 8-10mm thick false ceiling system manufactured by M/s Armstrong world industries using hot dipped galvanized steel sections, exposed surfaced with powder coated, main tee of size 24x32mm, having 0.27mm gauge at every 1200mm and all grid sections as per manucaturer instruction with necessary fitting and fixture as per manufactruture instruction complete all as specified and directed. 75 Sqm
117 117 Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for (reinforce-ment cut as required to facilitate demolition) as directed by engineering in charge. 1 CUM
118 118 M&L for reinforced cement concrete 1:2:4 type B1 (using 20mm graded stone aggragate) as in slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and as directed by engineering in charge. 1 CUM
119 119 M&L Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) Rough finished sur faces of concrete as directed by engineering in charge. 10 Sqm
120 120 S&F Steel windows with side hung shutters including box type hinges with steel handle, and steel peg stay, complete with glazing bars, dovetailed or welded icluding guard bars of 12mm square bars as specified as directed by engineering in charge. 9.55 Sqm
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